Allowable Shear Stress without Tension Field Action Calculator

✖Stress Buckling Coefficient is determined using theoretical critical load analysis.ⓘ Stress Buckling Coefficient [C_v]			+10% -10%
✖Yield Stress of Steel is the stress at which the material begins to deform plastically, meaning it will not return to its original shape when the applied force is removed.ⓘ Yield Stress of Steel [F_y]			+10% -10%

✖Allowable Shear Stress is the maximum limit of shear stress accommodated in a member.ⓘ Allowable Shear Stress without Tension Field Action [F_v]

⎘ Copy

👎

Formula

✖

Allowable Shear Stress without Tension Field Action

Formula

`"F"_{"v"} = ("C"_{"v"}*"F"_{"y"})/289`

Example

`"0.778547MPa"=("0.9"*"250MPa")/289`

Calculator

LaTeX

Reset

👍

Download Allowable-Stress Design Formulas PDF PDF Image

Allowable Shear Stress without Tension Field Action Solution

STEP 0: Pre-Calculation Summary

Formula Used

Allowable Shear Stress = (Stress Buckling Coefficient*Yield Stress of Steel)/289
F_v = (C_v*F_y)/289
This formula uses 3 Variables

Variables Used

Allowable Shear Stress - (Measured in Pascal) - Allowable Shear Stress is the maximum limit of shear stress accommodated in a member.
Stress Buckling Coefficient - Stress Buckling Coefficient is determined using theoretical critical load analysis.
Yield Stress of Steel - (Measured in Pascal) - Yield Stress of Steel is the stress at which the material begins to deform plastically, meaning it will not return to its original shape when the applied force is removed.

STEP 1: Convert Input(s) to Base Unit

Stress Buckling Coefficient: 0.9 --> No Conversion Required
Yield Stress of Steel: 250 Megapascal --> 250000000 Pascal (Check conversion here)

STEP 2: Evaluate Formula

Substituting Input Values in Formula

F_v = (C_v*F_y)/289 --> (0.9*250000000)/289

Evaluating ... ...

F_v = 778546.712802768

STEP 3: Convert Result to Output's Unit

778546.712802768 Pascal -->0.778546712802768 Megapascal (Check conversion here)

FINAL ANSWER

0.778546712802768 ≈ 0.778547 Megapascal <-- Allowable Shear Stress

(Calculation completed in 00.004 seconds)

You are here -

Home » Engineering » Civil » Design of Steel Structures » Allowable-Stress Design » Allowable-Stress Design for Shear in Buildings » Allowable Shear Stress without Tension Field Action

Credits

Created by Chandana P Dev

NSS College of Engineering (NSSCE), Palakkad

Chandana P Dev has created this Calculator and 500+ more calculators!

Verified by Ishita Goyal

Meerut Institute of Engineering and Technology (MIET), Meerut

Ishita Goyal has verified this Calculator and 2600+ more calculators!

< 2 Allowable-Stress Design for Shear in Buildings Calculators

Allowable Shear Stress with Tension Field Action

Go Allowable Shear Stress = Yield Stress of Steel/289*(Stress Buckling Coefficient+((1-Stress Buckling Coefficient)/(1.15*sqrt(1+(Spacing of Stiffeners/Height of Web)^2))))

Allowable Shear Stress without Tension Field Action

Go Allowable Shear Stress = (Stress Buckling Coefficient*Yield Stress of Steel)/289

Allowable Shear Stress without Tension Field Action Formula

Allowable Shear Stress = (Stress Buckling Coefficient*Yield Stress of Steel)/289
F_v = (C_v*F_y)/289

What is Tension Force?

Tension Force is pulling force or opposite forces that stretch the object to both sides. For example, pulling on a rope, a car towing another car with a chain – the rope and the chain are in tension or are "being subjected to a tensile load."

How to Calculate Allowable Shear Stress without Tension Field Action?

Allowable Shear Stress without Tension Field Action calculator uses Allowable Shear Stress = (Stress Buckling Coefficient*Yield Stress of Steel)/289 to calculate the Allowable Shear Stress, The Allowable Shear Stress without Tension Field Action formula is defined as the maximum amount of shear resistance of the member. Allowable Shear Stress is denoted by F_v symbol.

How to calculate Allowable Shear Stress without Tension Field Action using this online calculator? To use this online calculator for Allowable Shear Stress without Tension Field Action, enter Stress Buckling Coefficient (C_v) & Yield Stress of Steel (F_y) and hit the calculate button. Here is how the Allowable Shear Stress without Tension Field Action calculation can be explained with given input values -> 7.8E-7 = (0.9*250000000)/289.

FAQ

What is Allowable Shear Stress without Tension Field Action?

The Allowable Shear Stress without Tension Field Action formula is defined as the maximum amount of shear resistance of the member and is represented as F_v = (C_v*F_y)/289 or Allowable Shear Stress = (Stress Buckling Coefficient*Yield Stress of Steel)/289. Stress Buckling Coefficient is determined using theoretical critical load analysis & Yield Stress of Steel is the stress at which the material begins to deform plastically, meaning it will not return to its original shape when the applied force is removed.

How to calculate Allowable Shear Stress without Tension Field Action?

The Allowable Shear Stress without Tension Field Action formula is defined as the maximum amount of shear resistance of the member is calculated using Allowable Shear Stress = (Stress Buckling Coefficient*Yield Stress of Steel)/289. To calculate Allowable Shear Stress without Tension Field Action, you need Stress Buckling Coefficient (C_v) & Yield Stress of Steel (F_y). With our tool, you need to enter the respective value for Stress Buckling Coefficient & Yield Stress of Steel and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.

How many ways are there to calculate Allowable Shear Stress?

In this formula, Allowable Shear Stress uses Stress Buckling Coefficient & Yield Stress of Steel. We can use 1 other way(s) to calculate the same, which is/are as follows -

Allowable Shear Stress = Yield Stress of Steel/289*(Stress Buckling Coefficient+((1-Stress Buckling Coefficient)/(1.15*sqrt(1+(Spacing of Stiffeners/Height of Web)^2))))

Home

FREE PDFs

🔍 Search